CN106013910B - A kind of stepped prefabricated assembled rectangular underground granary of encased steel plate - Google Patents

A kind of stepped prefabricated assembled rectangular underground granary of encased steel plate Download PDF

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CN106013910B
CN106013910B CN201610526735.7A CN201610526735A CN106013910B CN 106013910 B CN106013910 B CN 106013910B CN 201610526735 A CN201610526735 A CN 201610526735A CN 106013910 B CN106013910 B CN 106013910B
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prefabricated
bulkhead plate
layer
prefabricated bulkhead
plate
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CN106013910A (en
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王振清
张昊
梁彩虹
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Henan University Of Technology Design And Research Institute Co ltd
Henan University of Technology
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HENAN UNIVERSITY OF TECHNOLOGY DESIGN AND RESEARCH ACEDEMY
Henan University of Technology
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24Constructions, with or without perforated walls, depending on the use of specified materials
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H2007/225Silos with retaining wall type wall elements, e.g. trench silos
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/51Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

A kind of stepped prefabricated assembled rectangular underground granary of encased steel plate, the flat shape of the underground granary is rectangle, including orlop, the prefabricated bulkhead plate of polylith, silo roof, multiple function, reinforcing prop, the bulkhead plate is rectangle prefabricated chunk, its periphery can be attached by attachment device with adjacent bulkhead plate, multiple function or reinforcing prop;The multiple function positions bulkhead, its depth anchored into soil is more than orlop depth;It is characterized in that:Multiple function is divided into several sections from top to bottom, first layer bulkhead plate is equipped with the inside of the first segment of the superiors, reinforcing prop is first equipped with the inside of second segment, so that reinforcing prop medial surface is concordant with first layer bulkhead plate medial surface, second layer bulkhead plate is equipped with reinforcing prop medial surface so that first and second layer of bulkhead plate part overlap joint again;With above-mentioned set-up mode so that second and third layer of bulkhead plate part overlap joint, overlaps to bottom one layer of bulkhead plate, form stepped assembled rectangular underground granary always.

Description

一种外包钢板阶梯状预制装配式矩形地下粮仓A stepped prefabricated rectangular underground granary covered with steel plates

技术领域technical field

本发明涉及地下粮仓技术领域,具体涉及一种外包钢板阶梯状预制装配式矩形地下粮仓。The invention relates to the technical field of underground granaries, in particular to a stepped prefabricated rectangular underground granary with outsourcing steel plates.

背景技术Background technique

地下粮仓建造在浅层地表下,常年低温储粮,保持粮食品质、抑制虫害发生,避免使用毒性药剂熏蒸,抵抗自然破坏和战平两用等众多优点,许多专家和学者一致认为合理推广应用地下储粮仓新体系与新技术,能够实现低温环保、节能节地、保质减损、生态储粮。Underground granaries are built under the shallow surface, which can store grain at low temperature all year round, maintain grain quality, inhibit the occurrence of pests, avoid fumigation with toxic chemicals, resist natural damage, and be used for both war and peace. Many experts and scholars agree that it is reasonable to promote the application of underground granaries The new system and new technology of grain storage can realize low-temperature environmental protection, energy saving and land saving, quality assurance and loss reduction, and ecological grain storage.

我国现有地下粮仓一般在地下水位较低的一般黄土和适合粘上性地区,如窑洞仓、喇叭仓、双曲拱仓、半地下仓、洞状喇叭仓;同时已建的地下仓多为砖砌结构,仓容小,占地面积大、机械化程度低。The existing underground granaries in my country are generally located in general loess areas with low groundwater levels and suitable for sticky areas, such as cave warehouses, trumpet warehouses, double-curved arch warehouses, semi-underground warehouses, and cave-shaped trumpet warehouses; Brick structure, small storage capacity, large floor space and low degree of mechanization.

为了建造适用在地下水位较高、复杂地质条件区域可推广应用的新型地下粮仓,一些国家专利和文献也提出了圆形粮仓,圆筒、半圆筒围成的大空间地下矩形,桩围复合式地下仓等仓型,但是上述新仓型的推广应用,还存在一些亟待解决的问题,如:(1)地下储粮仓具有高标准防水、防潮要求。确保仓体在使用年限内不漏水,不渗水;采用的卷材材料易老化,施工工序复杂,难度大,容易出现施工质量问题。(2)深基坑的湿作业环境施工周期长。基坑开挖、降水后,仓底现浇、仓壁滑模施工需长时间在湿作业环境条件进行,劳动强度大、施工周期长,施工成本高。(3)基坑支护费用高。针对该类深基坑,“钢桩+腰梁+封水钢板”基坑支护是较为经济的方式,但费用占土建建设成本的25-30%,建设成本较高。In order to build a new type of underground granary that can be popularized and applied in areas with high groundwater levels and complex geological conditions, some national patents and documents have also proposed a circular granary, a large underground rectangle surrounded by cylinders and semi-cylinders, and a pile-enclosed compound type. However, there are still some problems to be solved urgently in the popularization and application of the above-mentioned new warehouse types, such as: (1) Underground grain storage warehouses have high standards of waterproof and moisture-proof requirements. Ensure that the warehouse body does not leak or seep within the service life; the coiled material used is easy to age, the construction process is complicated and difficult, and construction quality problems are prone to occur. (2) The wet work environment of deep foundation pit has a long construction period. After the excavation of the foundation pit and precipitation, the cast-in-place construction of the warehouse bottom and the sliding form construction of the warehouse wall need to be carried out in a wet working environment for a long time, resulting in high labor intensity, long construction period and high construction cost. (3) The cost of foundation pit support is high. For this kind of deep foundation pit, "steel pile + waist beam + water sealing steel plate" foundation pit support is a more economical way, but the cost accounts for 25-30% of the civil construction cost, and the construction cost is relatively high.

申请号为CN200910207155.1的发明公开了一种地下粮仓,包括仓顶、仓壁和仓底,该仓壁外包钢,钢板既能单独作为仓壁的防水、防潮层,也能仓壁与钢板用钢构件连接形成组合结构的仓壁来防水、防潮。地下粮仓仓壁的形状为直线形或曲线形,如圆筒形、方筒形、半圆形仓壁等。该发明通过外包钢板解决了仓底的防水防潮问题。同时在仓底进行施工时,钢板作为模板,加快施工速度,降低施工成本,但是其施工为现场浇筑施工,而且该施工方法需要进行基坑开挖,这样存在整体建造成本高,施工周期长等不足。The invention whose application number is CN200910207155.1 discloses an underground granary, which includes a roof, a wall and a bottom. The steel plates are connected by steel members to form a combined structure of the warehouse wall to prevent water and moisture. The shape of the wall of the underground granary is straight or curved, such as cylindrical, square, semicircular, etc. The invention solves the waterproof and moisture-proof problem at the bottom of the warehouse by outsourcing the steel plate. At the same time, when the construction is carried out at the bottom of the warehouse, the steel plate is used as a formwork to speed up the construction and reduce the construction cost. However, the construction is pouring on site, and this construction method requires excavation of the foundation pit, so the overall construction cost is high and the construction period is long. insufficient.

申请号为CN200910207154.7的发明公开了一种地下粮仓,包括仓顶、仓壁和仓底,该仓壁分为内壁和外壁,内壁与外壁之间采用连接件连成整体,内壁与外壁之间形成空腔,所述空腔用于地下粮仓漏水的检测和修复,并用于地下粮仓通风和粮情检测。该发明粮仓也需要基坑开挖,存在施工麻烦、建造成本高、施工周期长等不足。The invention with application number CN200910207154.7 discloses an underground granary, including a roof, a wall and a bottom. The wall is divided into an inner wall and an outer wall. A cavity is formed between them, and the cavity is used for detection and repair of water leakage in the underground granary, and for ventilation of the underground granary and detection of grain conditions. The granary of the invention also needs foundation pit excavation, which has disadvantages such as troublesome construction, high construction cost, and long construction period.

预制装配式结构是实现建筑结构产业化和建筑节能节排的有效途径之一,长期以来,混凝土建筑主要采用现场施工的传统作业方式,工业化程度低,水耗、能耗、人工垃圾、污水排放量大,不符合国家节能和环保的可持续发展政策。采用装配式结构,可以工厂预制、现场装配,实现建筑结构产业化,同时可以有效提高材料在建筑节能和结构性能的效率、节约能源与资源,减少建筑垃圾和环境的不良影响、降低施工场地限制等。因此,为了提供一种“快、好、省“的地下储粮新仓型,研发预制装配式新型地下仓已成为必需。The prefabricated structure is one of the effective ways to realize the industrialization of building structures and building energy saving and emission reduction. For a long time, concrete buildings mainly adopt the traditional operation method of on-site construction, with a low degree of industrialization, water consumption, energy consumption, artificial waste, and sewage discharge. The amount is large, which does not conform to the national sustainable development policy of energy conservation and environmental protection. The prefabricated structure can be prefabricated in the factory and assembled on site to realize the industrialization of building structures. At the same time, it can effectively improve the efficiency of materials in building energy saving and structural performance, save energy and resources, reduce construction waste and adverse effects on the environment, and reduce construction site restrictions. Wait. Therefore, in order to provide a "quick, good and economical" new type of underground grain storage, it has become necessary to develop a prefabricated new type of underground storage.

发明内容Contents of the invention

本发明的目的在于提供一种外包钢板阶梯状预制装配式矩形地下粮仓,该预制装配式地下粮仓采用外包钢板可代替防水卷材和仓壁外层钢筋,具有较好的防水、防渗效果和综合效益;预制仓壁板可在预制构件工厂标准化生产,加工制造质量既能有效控制又节能环保,预制成品现场组装,机械化安装施工,可交叉施工,缩短施工工期。另外,预制仓体结构可作为基坑支护体系,节约基坑支护成本,降低建设投资。The purpose of the present invention is to provide a stepped prefabricated assembled rectangular underground granary with outsourcing steel plates. The prefabricated and assembled underground granary adopts outsourced steel plates to replace waterproof coiled material and outer steel bar of the warehouse wall, and has good waterproof and anti-seepage effects and Comprehensive benefits: Prefabricated warehouse wall panels can be produced standardizedly in prefabricated component factories, the processing and manufacturing quality can be effectively controlled and energy-saving and environmentally friendly, prefabricated products are assembled on site, mechanized installation and construction, and cross-construction can be used to shorten the construction period. In addition, the prefabricated warehouse structure can be used as a foundation pit support system, saving foundation pit support costs and reducing construction investment.

本发明的解决方案是:一种预制装配式地下粮仓,该地下粮仓的平面形状为矩形,包括仓底、多块预制仓壁板、仓顶、多功能柱、加强柱,所述的预制仓壁板为矩形预制板块,周边有连接装置,通过连接装置预制仓壁板能与相邻预制仓壁板、多功能柱或加强柱进行连接;所述多功能柱对预制仓壁板进行定位,其锚入土中的深度大于仓底深度,是承受土压力、粮食压力和抵抗浮力的主要受力构件;其特征在于:多功能柱从上至下分成数段,最上层的第一段内侧设有第一层预制仓壁板,第二段内侧先设有加强柱,使得加强柱内侧面与第一层预制仓壁板内侧面平齐,再在加强柱内侧面设有第二层预制仓壁板,使得第一、二层预制仓壁板部分搭接;用上述的设置方式,使得第二、三层预制仓壁板部分搭接,一直搭接至最下面一层预制仓壁板,形成阶梯状装配式矩形地下粮仓。The solution of the present invention is: a prefabricated underground granary, the plane shape of the underground granary is rectangular, including the bottom of the granary, a plurality of prefabricated wall panels, the roof, multi-functional columns, and reinforced columns. The wall panel is a rectangular prefabricated plate with a connecting device around it. The prefabricated warehouse wall panel can be connected with the adjacent prefabricated warehouse wall panel, multi-functional column or reinforced column through the connecting device; the multi-functional column can position the prefabricated warehouse wall panel, The depth of its anchoring into the soil is greater than the depth of the bottom of the warehouse, and it is the main force-bearing member for bearing earth pressure, grain pressure and buoyancy resistance; There is the first layer of prefabricated warehouse wall panels, and the inner side of the second section is provided with reinforced columns first, so that the inner surface of the reinforced columns is flush with the inner surface of the first layer of prefabricated warehouse panels, and then the second layer of prefabricated warehouses is installed on the inner surface of the reinforced columns siding, so that the first and second layer of prefabricated warehouse wall panels are partially overlapped; with the above-mentioned setting method, the second and third layer of prefabricated warehouse wall panels are partially overlapped, until the bottom layer of prefabricated warehouse wall panels is overlapped, A stepped rectangular underground granary is formed.

本发明的特征在于预制仓壁板多功能柱和加强柱采用钢柱或设有钢埋件的混凝土柱,多功能柱与加强柱通过螺栓或焊接缝连接,多功能柱或加强柱上设有定位刚构件。多功能柱和加强柱要保证其与周围的连接构件形成一个整体共同受力,这样,用钢柱或设有钢埋件的混凝土柱能简单方便地与其连接构件焊接;多功能柱与加强柱通过螺栓或焊接缝连接成一个整体,而且随着深度的增加,二者形成的整体截面尺寸越来越大,这样,可以有效地抵抗自上而下随深度增加的土压力,而且结构设计更加经济合理。多功能柱的定位钢构件可以在预制仓壁板安装时进行精确的定位,同时在预制仓壁板与多功能柱焊接前提供固定作用。The present invention is characterized in that the prefabricated warehouse wall plate multifunctional column and the reinforced column adopt steel columns or concrete columns provided with steel embedded parts, the multifunctional column and the reinforced column are connected by bolts or welding seams, and the multifunctional column or the reinforced column is provided with Position the rigid member. The multifunctional column and the reinforced column should ensure that they form an integral force with the surrounding connecting members, so that the steel column or the concrete column with steel embedded parts can be easily and conveniently welded to the connecting member; the multifunctional column and the reinforced column It is connected as a whole by bolts or welding seams, and as the depth increases, the overall cross-sectional size formed by the two becomes larger and larger, so that it can effectively resist the earth pressure that increases with depth from top to bottom, and the structural design is more comprehensive. Economically sound. The positioning steel member of the multifunctional column can be accurately positioned when the prefabricated warehouse wall is installed, and at the same time, it can provide a fixing function before the prefabricated warehouse wall and the multifunctional column are welded.

本发明的特征还在于预制仓壁板为外侧钢板和内侧的混凝土板结合成整体的结构,外侧钢板与内侧混凝土采用锚钉连接,内侧混凝土的内侧设有钢筋网,在预制仓壁板上边有L型包角,在预制仓壁板左边、右边和右下边均有U型包角。这样,预制仓壁板的外包钢板可代替防水卷材和仓壁外层钢筋,具有较好的防水、防渗效果和综合效益;钢板与混凝土采用锚钉连接形成钢板混凝土组合结构预制仓壁板,它不但减少了仓壁钢筋绑扎的繁重工作,节省了仓壁制作时间,降低了劳动力成本,而且降低了用于浇筑普通钢筋混凝土结构所用模板的数量和费用;另外,预制仓壁板可在预制构件工厂标准化生产,加工制造质量既能有效控制又节能环保,预制成品现场组装,机械化安装施工,可交叉施工,缩短施工工期;最后,组合结构预制仓壁板具有承载力高、抗裂性能好、耗能能力强、延性好、等优点。在预制仓壁板上边有L型包角,在预制仓壁板左边、右边和右下边均有U型包角,方便预制仓壁板与周围相邻预制仓壁板及定位柱或加强驻进行焊接连接。The present invention is also characterized in that the prefabricated silo wall is an integral structure in which the outer steel plate and the inner concrete slab are combined, the outer steel plate and the inner concrete are connected by anchors, the inner side of the inner concrete is provided with a steel mesh, and the prefabricated silo wall has a L-shaped wrapping corners, U-shaped wrapping corners on the left, right and lower right sides of the prefabricated warehouse panels. In this way, the outsourcing steel plate of the prefabricated warehouse wall can replace the waterproof coiled material and the outer steel bar of the warehouse wall, which has good waterproof, anti-seepage effect and comprehensive benefits; the steel plate and concrete are connected by anchors to form a steel plate concrete composite structure prefabricated warehouse wall , it not only reduces the heavy work of tying steel bars on the warehouse wall, saves the time for making the warehouse wall, reduces labor costs, but also reduces the number and cost of formwork used for pouring ordinary reinforced concrete structures; in addition, prefabricated warehouse panels can be used in Standardized production of prefabricated component factories, the quality of processing and manufacturing can be effectively controlled and energy-saving and environmentally friendly. Prefabricated products are assembled on site, mechanized installation and construction, cross-construction is possible, and the construction period is shortened; finally, the prefabricated warehouse wall with combined structure has high bearing capacity and crack resistance. Good, strong energy dissipation capacity, good ductility, and other advantages. There are L-shaped corners on the upper side of the prefabricated warehouse wall, and U-shaped corners on the left, right and lower right sides of the prefabricated warehouse wall, which is convenient for the prefabricated warehouse wall and the adjacent prefabricated warehouse wall and positioning columns or reinforcements to be stationed. Solder connection.

本发明的特征还在于预制仓壁板环向外侧水平平齐,其外侧与多功能柱或加强柱焊接连接,相邻预制仓壁板内侧用连接钢板焊接连接;在多功能柱或加强柱与相邻预制仓壁板以及连接钢板围成的空腔内浇筑与预制仓壁板同等级的防水混凝土。这样,在预制仓壁板外侧与多功能柱或加强柱焊接后保证了外侧钢板在环向保持了一个整体,从而能对预制仓壁进行有效的防水;另外,在预制仓壁板内侧用连接钢板焊接连接,一方面有增加了节点处的第二道防水措施,而且使多功能柱或加强柱与预制仓壁以及其之间的混凝土形成了整体结构,使受力更加合理,节点施工更加简单方便。The present invention is also characterized in that the ring of the prefabricated warehouse wall plate is horizontal and flush to the outside, and its outer side is welded and connected with the multifunctional column or the reinforced column, and the inner side of the adjacent prefabricated warehouse wall plate is welded and connected with the connecting steel plate; the multifunctional column or the reinforced column is connected with the Waterproof concrete of the same grade as the prefabricated warehouse wall is poured in the cavity surrounded by the adjacent prefabricated warehouse wall panels and connecting steel plates. In this way, after the outer side of the prefabricated warehouse wall is welded with the multi-functional column or the reinforced column, it is ensured that the outer steel plate is kept as a whole in the circumferential direction, so that the prefabricated warehouse wall can be effectively waterproofed; in addition, the inner side of the prefabricated warehouse wall is connected with The steel plate welding connection, on the one hand, adds a second waterproof measure at the joint, and makes the multi-functional column or reinforced column and the prefabricated warehouse wall and the concrete between them form an integral structure, which makes the force more reasonable and the joint construction more efficient. easy and convenient.

本发明的特征还在于预制仓壁板上、下两层竖向错位搭接,上、下两层预制仓壁板的搭接部位用通长角焊缝焊接。预制仓壁板上、下两层竖向错位搭接方式使上下相邻预制仓壁板的连接处施工时非常方便,能够较好地保证施工质量;上、下两层预制仓壁板的搭接部位的通长角焊缝一方面使钢板上下无缝焊接后形成整体,从而很好地防止地下水流进或渗进地下仓内部,另一方面使上下预制仓壁板在结构上成为一个整体,与定位柱或加强柱共同抵抗土压力等外力。The present invention is also characterized in that the prefabricated warehouse wall board and the lower two layers are vertically dislocated and overlapped, and the overlapping parts of the upper and lower prefabricated warehouse wall boards are welded with full-length fillet welds. The vertical dislocation lapping method of the prefabricated warehouse wall panels and the lower two floors makes the construction of the joints between the upper and lower adjacent prefabricated warehouse panels very convenient, and can better ensure the construction quality; the lapping of the upper and lower prefabricated warehouse panels On the one hand, the full-length fillet welds at the connecting parts make the upper and lower steel plates seamlessly welded to form a whole, so as to prevent groundwater from flowing or seeping into the interior of the underground warehouse, and on the other hand, make the upper and lower prefabricated warehouse walls structurally integrated , together with positioning columns or reinforcing columns to resist external forces such as earth pressure.

本发明的特征还在于预制仓壁板的上、下两层错位搭接处设有斜向加强板,加强板与上下预制仓壁板焊接。当粮食出仓时,预制仓壁板的上、下两层错位搭接处会留有粮食,此处粮食清清扫比较困难;搭接处设有一定坡度的斜向加强板一方面使粮食靠自流进入仓内,另一方面可以为仓壁搭接处提供第二道防水保障,同时在结构设计方面可加强上下仓壁的连接。The present invention is also characterized in that the upper and lower layers of the prefabricated warehouse wall panels are provided with oblique reinforcement plates at the dislocation laps of the upper and lower layers, and the reinforcement plates are welded to the upper and lower prefabricated warehouse wall panels. When the grain is out of the warehouse, there will be grain at the upper and lower two-layer dislocation laps of the prefabricated warehouse wall panels, and it is difficult to clean the grain here; an inclined reinforcing plate with a certain slope is provided at the lap joints. Self-flowing into the warehouse, on the other hand, it can provide a second waterproof guarantee for the overlap of the warehouse wall, and at the same time, the connection between the upper and lower warehouse walls can be strengthened in terms of structural design.

本发明的特征还在于预制仓壁板的上、下两层错位搭接处沿环向间隔设置有加劲肋;所述加劲肋由直角三角形钢板切掉直角而成,该加劲肋与相邻上下预制仓壁板均垂直焊接;加劲肋为多块,沿上下预制仓壁板搭接部位环向均匀分布。预制仓壁板的上、下两层错位搭接处沿环向间隔设置的加劲肋为加强上下相邻预制仓壁板的连接,加劲肋板设有的切角式加劲肋的焊接与上、下两层预制仓壁板的搭接部位的通长角焊缝空间上不冲突;加劲肋与相邻上下预制仓壁板均垂直焊接使仓壁处连接处提高了其抵抗弯矩和剪力的能力。The present invention is also characterized in that the upper and lower layers of the prefabricated warehouse wall panels are provided with stiffening ribs at intervals in the circumferential direction; The prefabricated warehouse wall panels are welded vertically; the stiffeners are multi-piece, and are evenly distributed along the circumferential direction of the overlapping parts of the upper and lower prefabricated warehouse wall panels. The stiffening ribs set at the upper and lower dislocation laps of the prefabricated warehouse wall panels along the circumferential interval are to strengthen the connection between the upper and lower adjacent prefabricated warehouse wall panels. There is no conflict in space between the full-length fillet welds of the overlapping parts of the lower two prefabricated silo walls; the stiffeners are welded vertically to the adjacent upper and lower prefabricated silo walls so that the joints of the silo walls improve their resistance to bending moments and shear forces Ability.

本发明的特征还在于仓底采用双面钢板混凝土组合结构,底板上下钢板与其之间的混凝土采用锚钉连接。这种双面组合结构仓壁中钢板作为仓底的模板并代替钢筋,节省仓壁的施工费用,降低仓壁的施工难度,加快整体施工速度;双层钢板混凝土组合结构提高了仓壁的刚度和强度,有效抵抗土压力和粮食压力,有利于地下仓向更深更大的方向发张,增大了该仓型的适用范围,且更有利于粮仓防水防潮问题。The present invention is also characterized in that the bottom of the warehouse adopts a double-sided steel plate concrete composite structure, and the upper and lower steel plates on the bottom plate and the concrete between them are connected by anchors. The steel plate in the warehouse wall of this double-sided composite structure is used as the template of the warehouse bottom and replaces the steel bar, which saves the construction cost of the warehouse wall, reduces the construction difficulty of the warehouse wall, and speeds up the overall construction speed; the double-layer steel plate concrete composite structure improves the rigidity of the warehouse wall. and strength, effectively resisting soil pressure and grain pressure, which is conducive to the expansion of the underground warehouse to a deeper and larger direction, which increases the scope of application of the warehouse type, and is more conducive to the waterproof and moisture-proof problems of the granary.

本发明的特征还在于地下粮仓的多功能柱和加强柱采用截面形式为直线或曲线的空心柱或实心柱。The present invention is also characterized in that the multifunctional column and the reinforced column of the underground granary adopt a hollow column or a solid column whose section form is a straight line or a curve.

本发明的特征还在于所述的仓顶采用混凝土-钢板组合结构。这样,上述结构充分发挥了混凝土的抗压和钢板的抗拉能力,使大跨度仓顶板结构受力更加合理,而且施工时可以用钢板作为模板,极大地降低了施工难度,同时也可加快施工速度。The present invention is also characterized in that the warehouse roof adopts a concrete-steel composite structure. In this way, the above-mentioned structure fully exerts the compressive resistance of concrete and the tensile capacity of steel plates, making the stress of the roof structure of large-span warehouses more reasonable, and steel plates can be used as formwork during construction, which greatly reduces the difficulty of construction and can also speed up construction. speed.

本发明的特征还在于施工方法包括以下步骤:(1)根据设计要求在预定位置将多功能柱打入地下一定深度;(2)在多功能柱围成区域内挖除第一层土;(3)在挖除第一层土后,在多功能柱内侧安装第一层预制仓壁板;(4)安装好第一层预制仓壁板后,继续往下挖除第二层土;(5)在多功能柱内侧安装第一层加强柱;(6)在第一层加强柱内侧安装第二层预制仓壁板;(7)按照上述第(4)-(6)步的施工方法,依次向下安装预制仓壁板,直到仓底位置;(8)进行仓底施工;(9)最后进行仓顶板和梁的施工,即完成地下粮仓的整体结构。多功能柱打入地下深度根据地基承载力、浮力、仓壁土压力、粮食侧压力多种因素综合而定,当地基承载力不能满足工程要求时,此时定位柱和加强柱可以代替桩承受筒仓传来的竖向压力;另外,多功能柱和加强柱也可以代替抗拔桩抵抗地下水对筒仓的浮力;多功能柱能对预制仓壁板沿竖向和环向进行定位,保证预制仓壁板每层竖向垂直,环向形成一个圆环,从而使受力更加合理;完成多功能柱施工后,沿高度从上到下分数层进行安装;在安装每层预制仓壁板时,首先挖除高度大于或等于预制仓壁板高度,直径大于或等于仓体外直径的空间,同时保证土体在开挖过程中不塌方,这样才能给预制仓壁板安装留有施工空间,保证预制仓壁板施工安全顺利进行;当开挖深度在地下水位以下时,要先进行降水,然后进行开挖;安装完每层预制仓壁板后,在仓壁周围土体与预制仓壁板之间注浆,这样,土体、浆体和预制仓壁板形成一个密实的整体,保证在开挖下一层土体时,本层土体不塌方,从而保证下层土开挖时的安全。每层预制仓壁板安装时,首先将预制仓壁板与相邻多功能柱或加强柱焊接,保证预制仓壁板与多功能柱或加强柱可靠连接,然后用连接钢板焊接水平相邻预制仓壁板;相邻上下两层预制仓壁板安装就位后,先用通长角焊缝焊接上下相邻仓壁,然后沿焊缝环向安装加劲肋,最后安装斜向加强板;上下相邻仓壁施工完毕后,在水平相邻预制仓壁板浇筑与预制仓壁板同等级的防水混凝土。按此施工方法,从上至下依次开挖土体和安装预制仓壁板,每层预制仓壁板形成的圆筒仓体结构可作为基坑支护体系,这样,很好地将筒仓仓体结构与基坑支护体系合二为一,不仅节约了单独进行基坑支护所带来的成本,大大降低建设投资,而且大大缩短了整个工程的建设周期。The present invention is also characterized in that the construction method includes the following steps: (1) driving the multifunctional column into a certain depth underground at a predetermined position according to design requirements; (2) excavating the first layer of soil in the area surrounded by the multifunctional column; 3) After excavating the first layer of soil, install the first layer of prefabricated warehouse wall panels on the inner side of the multifunctional column; (4) After installing the first layer of prefabricated warehouse wall panels, continue to dig down the second layer of soil; ( 5) Install the first layer of reinforced columns on the inside of the multifunctional column; (6) Install the second layer of prefabricated warehouse wall panels on the inside of the first layer of reinforced columns; (7) Follow the construction method of steps (4)-(6) above , install the prefabricated silo wall panels in turn until the bottom of the silo; (8) carry out the construction of the bottom of the silo; (9) finally carry out the construction of the roof and beams of the silo, that is, complete the overall structure of the underground granary. The depth of the multi-functional column driven into the ground is determined by comprehensive factors such as the bearing capacity of the foundation, buoyancy, soil pressure on the warehouse wall, and lateral pressure of the grain. When the bearing capacity of the ground foundation cannot meet the engineering requirements, the positioning column and the strengthening column can replace the pile bearing cylinder The vertical pressure from the silo; in addition, the multi-functional column and the reinforcement column can also replace the uplift piles to resist the buoyancy of the groundwater on the silo; the multi-functional column can position the prefabricated silo wall in the vertical and circumferential directions to ensure that the prefabricated Each layer of the warehouse wall board is vertically vertical, and the ring direction forms a ring, so that the force is more reasonable; after the construction of the multi-functional column is completed, it is installed in layers from top to bottom along the height; when installing each layer of prefabricated warehouse wall boards , first excavate the space whose height is greater than or equal to the height of the prefabricated warehouse wall plate and whose diameter is greater than or equal to the outer diameter of the warehouse, and at the same time ensure that the soil does not collapse during the excavation process, so as to leave a construction space for the installation of the prefabricated warehouse wall plate to ensure The construction of the prefabricated silo wall panels is carried out safely and smoothly; when the excavation depth is below the groundwater level, precipitation must be carried out first, and then the excavation should be carried out; In this way, the soil, the slurry and the prefabricated silo wall form a compact whole to ensure that when the next layer of soil is excavated, the soil of this layer will not collapse, thus ensuring the safety of the excavation of the lower layer of soil . When installing each layer of prefabricated warehouse wall panels, firstly weld the prefabricated warehouse wall panels with the adjacent multi-functional columns or reinforced columns to ensure reliable connection between the prefabricated warehouse wall panels and the multi-functional columns or reinforced columns, and then weld the horizontally adjacent prefabricated panels with connecting steel plates Warehouse wall panels: After the adjacent upper and lower layers of prefabricated warehouse wall panels are installed in place, the upper and lower adjacent warehouse walls are first welded with full-length fillet welds, then stiffeners are installed along the weld ring, and finally oblique reinforcement plates are installed; After the construction of the adjacent warehouse wall is completed, the waterproof concrete of the same grade as the prefabricated warehouse wall is poured on the horizontally adjacent prefabricated warehouse wall. According to this construction method, the soil body is excavated and the prefabricated silo wall panels are installed sequentially from top to bottom. The cylindrical silo body structure formed by each layer of prefabricated silo wall panels can be used as the foundation pit support system. In this way, the silo can be well The warehouse structure and foundation pit support system are integrated into one, which not only saves the cost of foundation pit support alone, greatly reduces construction investment, but also greatly shortens the construction period of the entire project.

附图说明Description of drawings

图1 地下仓平面布置图Figure 1 Floor plan of the underground warehouse

图2 地下仓剖面布置图Figure 2 Sectional layout of the underground warehouse

图3 单块预制仓壁板截面示意图Figure 3 Schematic diagram of the section of a single prefabricated warehouse wall panel

图4 第一段预制混凝土板平面布置示意图Figure 4 Schematic diagram of the layout of the first precast concrete slab

图5 第二段及以下各段预制混凝土板平面布置示意图Figure 5 Schematic diagram of the layout of precast concrete slabs in the second section and the following sections

图6 第一段转角处预制混凝土板平面布置示意图Figure 6 Schematic diagram of the layout of the precast concrete slab at the corner of the first section

图7 第二段及以下各段转角处预制混凝土板平面布置示意图Figure 7 Schematic diagram of the layout of precast concrete slabs at the corners of the second section and the following sections

图8 仓壁节点示意图Figure 8 Schematic diagram of warehouse wall nodes

附图中:1为多功能柱;2为加强柱;3为预制仓壁板;4为仓顶;5为仓底;6为连接钢板;7为加劲肋;8为斜向加强板;9通长角焊缝;10为覆土;12为防水混凝土;14为异形柱;15为出粮口。In the attached drawings: 1 is a multifunctional column; 2 is a reinforced column; 3 is a prefabricated warehouse wall; 4 is a warehouse roof; 5 is a warehouse bottom; 6 is a connecting steel plate; 7 is a stiffening rib; 10 is covering soil; 12 is waterproof concrete; 14 is special-shaped column; 15 is grain outlet.

具体实施方式Detailed ways

下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

实施例一Embodiment one

如图1、图2、图3、图4、图6、图8所示:本实施例提供了一种外包钢板阶梯状预制装配式矩形地下粮仓。包括仓底5、多块预制仓壁板3、仓顶4、多功能柱1、加强柱2,所述的预制仓壁板3为矩形预制板块,周边有连接装置,通过连接装置预制仓壁板3能与相邻预制仓壁板3、多功能柱1或加强柱2进行连接;所述多功能柱1对仓壁3进行定位。多功能柱1从上至下分成数段,最上层的第一段内侧设有第一层预制仓壁板3,第二段内侧先设有加强柱2,使得加强柱2内侧面与第一层预制仓壁板3内侧面平齐,再在加强柱2内侧面设有第二层预制仓壁板3,使得第一、二层预制仓壁板3部分搭接;用上述的设置方式,使得第二、三层预制仓壁板3部分搭接,一直搭接至最下面一层预制仓壁板3,形成阶梯状装配式矩形地下粮仓。As shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 6, and Fig. 8: this embodiment provides a stepped prefabricated rectangular underground granary covered with steel plates. It includes a warehouse bottom 5, a plurality of prefabricated warehouse wall panels 3, a warehouse roof 4, a multifunctional column 1, and a reinforced column 2. The prefabricated warehouse wall panels 3 are rectangular prefabricated plates with connecting devices around them, and the warehouse walls are prefabricated through the connecting devices The board 3 can be connected with the adjacent prefabricated warehouse wall board 3 , the multifunctional column 1 or the reinforced column 2 ; the multifunctional column 1 can position the warehouse wall 3 . The multifunctional column 1 is divided into several sections from top to bottom. The first layer of prefabricated warehouse wall panels 3 is provided on the inner side of the first section of the uppermost layer, and the reinforcement column 2 is firstly provided on the inside of the second section, so that the inner surface of the reinforcement column 2 is in line with the first section. The inner surface of the first layer of prefabricated warehouse wall panels 3 is even, and the second layer of prefabricated warehouse wall panels 3 is arranged on the inner surface of the reinforcement column 2, so that the first and second layers of prefabricated warehouse wall panels 3 are partially overlapped; with the above-mentioned setting method, The second and third layers of prefabricated silo wall panels 3 are partially overlapped until they reach the lowermost layer of prefabricated silo wall panels 3 to form a ladder-like assembled rectangular underground granary.

所述预制仓壁板3为外侧钢板和内侧的混凝土板结合成整体的结构,外侧钢板与内侧混凝土采用锚钉连接,内侧混凝土的内侧设有钢筋网,在预制仓壁板3上边有L型包角,在预制仓壁板3左边、右边和右下边均有U型包角。The prefabricated warehouse wall panel 3 is a structure in which the outer steel plate and the inner concrete plate are combined into an integral structure. The outer steel plate and the inner concrete are connected by anchors, and the inner side of the inner concrete is provided with a steel mesh. Corner wrapping, there are U-shaped wrapping corners on the left, right and lower right sides of the prefabricated warehouse wall panels 3.

所述预制仓壁板3上、下两层竖向错位搭接,上、下两层预制仓壁板3的搭接部位用通长角焊缝9焊接。所述预制仓壁板3的上、下两层错位搭接处设有斜向加强板8,加强板8与上下预制仓壁板3焊接。The upper and lower layers of the prefabricated warehouse wall panels 3 are vertically dislocated and overlapped, and the overlapping parts of the upper and lower layers of the prefabricated warehouse wall panels 3 are welded with full-length fillet welds 9 . The upper and lower layers of the prefabricated warehouse wall panels 3 are provided with oblique reinforcement plates 8 at the overlapping joints of the upper and lower layers, and the reinforcement plates 8 are welded to the upper and lower prefabricated warehouse wall panels 3 .

所述预制仓壁板3的上、下两层错位搭接处沿环向间隔设置有加劲肋7。所述加劲肋7由直角三角形钢板切掉直角而成,该加劲肋7与相邻上下预制仓壁板3均垂直焊接;加劲肋7为多块,沿上下预制仓壁板3搭接部位环向均匀分布。Stiffeners 7 are arranged at intervals along the circumferential direction at the overlapping joints of the upper and lower layers of the prefabricated warehouse wall panel 3 . The stiffening rib 7 is formed by cutting off a right angle from a right-angled triangular steel plate, and the stiffening rib 7 is welded vertically to the adjacent upper and lower prefabricated warehouse wall panels 3; to a uniform distribution.

所述地下粮仓可以实现固态颗粒、粉末物料或液态物料的存储。The underground granary can realize the storage of solid particles, powder materials or liquid materials.

实施例二:Embodiment two:

如图1和图2所示:本实施例提供了一种外包钢板阶梯状预制装配式矩形地下粮仓。包括仓底5、多块预制仓壁板3、仓顶4、多功能柱1、加强柱2,所述的预制仓壁板3为矩形预制板块,周边有连接装置,通过连接装置预制仓壁板3能与相邻预制仓壁板3、多功能柱1或加强柱2进行连接;所述多功能柱1对仓壁3进行定位。多功能柱1从上至下分成数段,最上层的第一段内侧设有第一层预制仓壁板3,第二段内侧先设有加强柱2,使得加强柱2内侧面与第一层预制仓壁板3内侧面平齐,再在加强柱2内侧面设有第二层预制仓壁板3,使得第一、二层预制仓壁板3部分搭接;用上述的设置方式,使得第二、三层预制仓壁板3部分搭接,一直搭接至最下面一层预制仓壁板3,形成阶梯状装配式矩形地下粮仓。As shown in Figure 1 and Figure 2: this embodiment provides a stepped prefabricated rectangular underground granary covered with steel plates. It includes a warehouse bottom 5, a plurality of prefabricated warehouse wall panels 3, a warehouse roof 4, a multifunctional column 1, and a reinforced column 2. The prefabricated warehouse wall panels 3 are rectangular prefabricated plates with connecting devices around them, and the warehouse walls are prefabricated through the connecting devices The board 3 can be connected with the adjacent prefabricated warehouse wall board 3 , the multifunctional column 1 or the reinforced column 2 ; the multifunctional column 1 can position the warehouse wall 3 . The multifunctional column 1 is divided into several sections from top to bottom. The first layer of prefabricated warehouse wall panels 3 is provided on the inner side of the first section of the uppermost layer, and the reinforcement column 2 is firstly provided on the inside of the second section, so that the inner surface of the reinforcement column 2 is in line with the first section. The inner surface of the first layer of prefabricated warehouse wall panels 3 is even, and the second layer of prefabricated warehouse wall panels 3 is arranged on the inner surface of the reinforcement column 2, so that the first and second layers of prefabricated warehouse wall panels 3 are partially overlapped; with the above-mentioned setting method, The second and third layers of prefabricated silo wall panels 3 are partially overlapped until they reach the lowermost layer of prefabricated silo wall panels 3 to form a ladder-like assembled rectangular underground granary.

所述仓底5为锥形结构,所述仓底5采用双面钢板混凝土组合结构。这种钢板混凝土组合结构中钢板作为仓底的模板并代替钢筋,不需要在施工时铺设钢筋,节省仓壁的施工费用,降低仓底的施工难度,加快整体施工速度;双层钢板混凝土组合结构提高了仓壁的刚度和强度,有效抵抗土压力和粮食压力,有利于地下粮仓向更深更大的方向发展,增大了该仓型的适用范围,且更有利于粮仓防水防潮问题。The warehouse bottom 5 is a conical structure, and the warehouse bottom 5 adopts a double-sided steel plate concrete composite structure. In this steel plate concrete composite structure, the steel plate is used as the formwork of the warehouse bottom and replaces the steel bars. It does not need to lay steel bars during construction, which saves the construction cost of the warehouse wall, reduces the construction difficulty of the warehouse bottom, and speeds up the overall construction speed; the double-layer steel plate concrete composite structure It improves the stiffness and strength of the silo wall, effectively resists earth pressure and grain pressure, and is conducive to the development of underground granaries in a deeper and larger direction, which increases the scope of application of this type of silo, and is more conducive to the waterproof and moisture-proof problems of the granary.

所述仓顶4采用双面钢板混凝土组合结构,所述仓顶4设置进出粮口15,所述仓顶4上方设置覆土10。双面钢板混凝土组合结构结构充分发挥了混凝土的抗压和钢板的抗拉能力,使大跨度仓顶板结构受力更加合理,而且施工时可以用钢板作为模板,极大地降低了施工难度,同时也可加快施工速度。进出粮口设置现代化进出粮设备,便于粮食的存放和提取。The warehouse roof 4 adopts a double-sided steel plate concrete composite structure, the warehouse roof 4 is provided with a grain inlet and outlet 15, and the warehouse roof 4 is provided with a covering soil 10. The double-sided steel plate concrete composite structure fully exerts the compressive resistance of concrete and the tensile capacity of steel plates, making the stress of the roof structure of large-span warehouses more reasonable, and the steel plates can be used as formwork during construction, which greatly reduces the difficulty of construction and at the same time It can speed up the construction speed. The entrance and exit of grain are equipped with modern grain entry and exit equipment to facilitate the storage and extraction of grain.

所述地下粮仓可以实现固态颗粒、粉末物料或液态物料的存储。该地下粮仓密封性和支撑性很好,也可以实现对粉末、液态物料的存储,配合不同的进料和出料设备,应用十分广泛。The underground granary can realize the storage of solid particles, powder materials or liquid materials. The underground granary has good airtightness and support, and can also realize the storage of powder and liquid materials. With different feeding and discharging equipment, it is widely used.

实施例三Embodiment Three

本实施例还提供了一种外包钢板阶梯状预制装配式矩形地下粮仓的施工方法,包括如下步骤:This embodiment also provides a construction method for a stepped prefabricated rectangular underground granary covered with steel plates, including the following steps:

1)根据设计要求在预定位置将多功能柱1打入地下一定深度;1) Drive the multifunctional column 1 into the ground to a certain depth at a predetermined position according to the design requirements;

2)在多功能柱1围成区域内挖除第一层土;2) Excavating the first layer of soil in the area surrounded by the multifunctional column 1;

3)在挖除第一层土后,在多功能柱1内侧安装第一层预制仓壁板3;3) After excavating the first layer of soil, install the first layer of prefabricated warehouse wall panels 3 on the inner side of the multifunctional column 1;

4)安装好第一层预制仓壁板3后,继续往下挖除第二层土;4) After installing the first layer of prefabricated warehouse wall panels 3, continue to dig down the second layer of soil;

5)在多功能柱内侧安装第一层加强柱2;5) Install the first layer of reinforcement column 2 inside the multifunctional column;

6)在第一层加强柱2内侧安装第二层预制仓壁板3;6) Install the second layer of prefabricated warehouse wall panels 3 on the inner side of the first layer of reinforcement columns 2;

7)按照上述第4)-6)步的施工方法,依次向下安装预制仓壁板3,直到仓底位置;7) According to the construction method of steps 4)-6) above, install the prefabricated warehouse wall panels 3 downwards in sequence until the bottom of the warehouse;

8)进行仓底5施工;8) Carry out the construction of the warehouse bottom 5;

9)最后进行仓顶4施工,即完成地下粮仓的整体结构。9) Finally, carry out the construction of the warehouse roof 4, that is, complete the overall structure of the underground granary.

多功能柱打入地下深度根据地基承载力、浮力、仓壁土压力、粮食侧压力多种因素综合而定,当地基承载力不能满足工程要求时,此时定位柱和加强柱可以代替桩承受筒仓传来的竖向压力;另外,多功能柱和加强柱也可以代替抗拔桩抵抗地下水对筒仓的浮力;多功能柱能对预制仓壁板沿竖向和环向进行定位,保证预制仓壁板每层竖向垂直,环向形成一个圆环,从而使受力更加合理;完成多功能柱施工后,沿高度从上到下分数层进行安装;在安装每层预制仓壁板时,首先挖除高度大于或等于预制仓壁板高度,直径大于或等于仓体外直径的空间,同时保证土体在开挖过程中不塌方,这样才能给预制仓壁板安装留有施工空间,保证预制仓壁板施工安全顺利进行;当开挖深度在地下水位以下时,要先进行降水,然后进行开挖;安装完每层预制仓壁板后,在仓壁周围土体与预制仓壁板之间注浆,这样,土体、浆体和预制仓壁板形成一个密实的整体,保证在开挖下一层土体时,本层土体不塌方,从而保证下层土开挖时的安全。每层预制仓壁板安装时,首先将预制仓壁板与相邻多功能柱或加强柱焊接,保证预制仓壁板与多功能柱或加强柱可靠连接,然后用连接钢板焊接水平相邻预制仓壁板;相邻上下两层预制仓壁板安装就位后,先用通长角焊缝焊接上下相邻仓壁,然后沿焊缝环向安装加劲肋,最后安装斜向加强板;上下相邻仓壁施工完毕后,在水平相邻预制仓壁板浇筑与预制仓壁板同等级的防水混凝土。按此施工方法,从上至下依次开挖土体和安装预制仓壁板,每层预制仓壁板形成的圆筒仓体结构可作为基坑支护体系,这样,很好地将筒仓仓体结构与基坑支护体系合二为一,不仅节约了单独进行基坑支护所带来的成本,大大降低建设投资,而且大大缩短了整个工程的建设周期。The depth of the multi-functional column driven into the ground is determined by comprehensive factors such as the bearing capacity of the foundation, buoyancy, soil pressure on the warehouse wall, and lateral pressure of the grain. When the bearing capacity of the ground foundation cannot meet the engineering requirements, the positioning column and the strengthening column can replace the pile bearing cylinder The vertical pressure from the silo; in addition, the multi-functional column and the reinforcement column can also replace the uplift piles to resist the buoyancy of the groundwater on the silo; the multi-functional column can position the prefabricated silo wall in the vertical and circumferential directions to ensure that the prefabricated Each layer of the warehouse wall board is vertically vertical, and the ring direction forms a ring, so that the force is more reasonable; after the construction of the multi-functional column is completed, it is installed in layers from top to bottom along the height; when installing each layer of prefabricated warehouse wall boards , first excavate the space whose height is greater than or equal to the height of the prefabricated warehouse wall plate and whose diameter is greater than or equal to the outer diameter of the warehouse, and at the same time ensure that the soil does not collapse during the excavation process, so as to leave a construction space for the installation of the prefabricated warehouse wall plate to ensure The construction of the prefabricated silo wall panels is carried out safely and smoothly; when the excavation depth is below the groundwater level, precipitation must be carried out first, and then the excavation should be carried out; In this way, the soil, the slurry and the prefabricated silo wall form a compact whole to ensure that when the next layer of soil is excavated, the soil of this layer will not collapse, thus ensuring the safety of the excavation of the lower layer of soil . When installing each layer of prefabricated warehouse wall panels, firstly weld the prefabricated warehouse wall panels with the adjacent multi-functional columns or reinforced columns to ensure reliable connection between the prefabricated warehouse wall panels and the multi-functional columns or reinforced columns, and then weld the horizontally adjacent prefabricated panels with connecting steel plates Warehouse wall panels: After the adjacent upper and lower layers of prefabricated warehouse wall panels are installed in place, the upper and lower adjacent warehouse walls are first welded with full-length fillet welds, then stiffeners are installed along the weld ring, and finally oblique reinforcement plates are installed; After the construction of the adjacent warehouse wall is completed, the waterproof concrete of the same grade as the prefabricated warehouse wall is poured on the horizontally adjacent prefabricated warehouse wall. According to this construction method, the soil body is excavated and the prefabricated silo wall panels are installed sequentially from top to bottom. The cylindrical silo body structure formed by each layer of prefabricated silo wall panels can be used as the foundation pit support system. In this way, the silo can be well The warehouse structure and foundation pit support system are integrated into one, which not only saves the cost of foundation pit support alone, greatly reduces construction investment, but also greatly shortens the construction period of the entire project.

实施例四Embodiment Four

如图1和图2所示:本实施例提供了一种外包钢板阶梯状预制装配式矩形地下粮仓。包括仓底5、多块预制仓壁板3、仓顶4、多功能柱1、加强柱2,所述的预制仓壁板3为矩形预制板块,周边有连接装置,通过连接装置预制仓壁板3能与相邻预制仓壁板3、多功能柱1或加强柱2进行连接;所述多功能柱1对仓壁3进行定位。多功能柱1从上至下分成数段,最上层的第一段内侧设有第一层预制仓壁板3,第二段内侧先设有加强柱2,使得加强柱2内侧面与第一层预制仓壁板3内侧面平齐,再在加强柱2内侧面设有第二层预制仓壁板3,使得第一、二层预制仓壁板3部分搭接;用上述的设置方式,使得第二、三层预制仓壁板3部分搭接,一直搭接至最下面一层预制仓壁板3,形成阶梯状装配式矩形地下粮仓。As shown in Figure 1 and Figure 2: this embodiment provides a stepped prefabricated rectangular underground granary covered with steel plates. It includes a warehouse bottom 5, a plurality of prefabricated warehouse wall panels 3, a warehouse roof 4, a multifunctional column 1, and a reinforced column 2. The prefabricated warehouse wall panels 3 are rectangular prefabricated plates with connecting devices around them, and the warehouse walls are prefabricated through the connecting devices The board 3 can be connected with the adjacent prefabricated warehouse wall board 3 , the multifunctional column 1 or the reinforced column 2 ; the multifunctional column 1 can position the warehouse wall 3 . The multifunctional column 1 is divided into several sections from top to bottom. The first layer of prefabricated warehouse wall panels 3 is provided on the inner side of the first section of the uppermost layer, and the reinforcement column 2 is firstly provided on the inside of the second section, so that the inner surface of the reinforcement column 2 is in line with the first section. The inner surface of the first layer of prefabricated warehouse wall panels 3 is even, and the second layer of prefabricated warehouse wall panels 3 is arranged on the inner surface of the reinforcement column 2, so that the first and second layers of prefabricated warehouse wall panels 3 are partially overlapped; with the above-mentioned setting method, The second and third layers of prefabricated silo wall panels 3 are partially overlapped until they reach the lowermost layer of prefabricated silo wall panels 3 to form a ladder-like assembled rectangular underground granary.

所述预制仓壁板3外表面喷涂护面涂料,所述护面涂料包括如下重量份的材料制成:石油沥青115份,玻璃纤维7份,膨润土8份,乳化剂6份,分散剂1.5份,稳定剂1.5份,有机氟改性苯丙乳液25份、抗冻剂2.5份。The outer surface of the prefabricated warehouse wall panel 3 is sprayed with protective paint, and the protective paint includes the following materials in parts by weight: 115 parts of petroleum asphalt, 7 parts of glass fiber, 8 parts of bentonite, 6 parts of emulsifier, and 1.5 parts of dispersant 1.5 parts of stabilizer, 25 parts of organic fluorine modified styrene-acrylic emulsion, 2.5 parts of antifreeze.

所述乳化剂采用氢化牛脂胺,所述分散剂采用硬脂酸单甘油酯,所述稳定剂采用硫酸盐,所述抗冻剂采用乙二醇。The emulsifier adopts hydrogenated tallow amine, the dispersant adopts monoglyceride stearate, the stabilizer adopts sulfate, and the antifreeze agent adopts ethylene glycol.

实施例五Embodiment five

如图1和图2所示:本实施例提供了一种外包钢板阶梯状预制装配式矩形地下粮仓。包括仓底5、多块预制仓壁板3、仓顶4、多功能柱1、加强柱2,所述的预制仓壁板3为矩形预制板块,周边有连接装置,通过连接装置预制仓壁板3能与相邻预制仓壁板3、多功能柱1或加强柱2进行连接;所述多功能柱1对仓壁3进行定位。多功能柱1从上至下分成数段,最上层的第一段内侧设有第一层预制仓壁板3,第二段内侧先设有加强柱2,使得加强柱2内侧面与第一层预制仓壁板3内侧面平齐,再在加强柱2内侧面设有第二层预制仓壁板3,使得第一、二层预制仓壁板3部分搭接;用上述的设置方式,使得第二、三层预制仓壁板3部分搭接,一直搭接至最下面一层预制仓壁板3,形成阶梯状装配式矩形地下粮仓。As shown in Figure 1 and Figure 2: this embodiment provides a stepped prefabricated rectangular underground granary covered with steel plates. It includes a warehouse bottom 5, a plurality of prefabricated warehouse wall panels 3, a warehouse roof 4, a multifunctional column 1, and a reinforced column 2. The prefabricated warehouse wall panels 3 are rectangular prefabricated plates with connecting devices around them, and the warehouse walls are prefabricated through the connecting devices The board 3 can be connected with the adjacent prefabricated warehouse wall board 3 , the multifunctional column 1 or the reinforced column 2 ; the multifunctional column 1 can position the warehouse wall 3 . The multifunctional column 1 is divided into several sections from top to bottom. The first layer of prefabricated warehouse wall panels 3 is provided on the inner side of the first section of the uppermost layer, and the reinforcement column 2 is firstly provided on the inside of the second section, so that the inner surface of the reinforcement column 2 is in line with the first section. The inner surface of the first layer of prefabricated warehouse wall panels 3 is even, and the second layer of prefabricated warehouse wall panels 3 is arranged on the inner surface of the reinforcement column 2, so that the first and second layers of prefabricated warehouse wall panels 3 are partially overlapped; with the above-mentioned setting method, The second and third layers of prefabricated silo wall panels 3 are partially overlapped until they reach the lowermost layer of prefabricated silo wall panels 3 to form a ladder-like assembled rectangular underground granary.

所述预制仓壁板3外表面喷涂护面涂料,所述护面涂料包括如下重量份的材料制成:石油沥青110份,玻璃纤维10份,膨润土9份,乳化剂7.5份,分散剂2份,稳定剂2份,有机氟改性苯丙乳液30份、抗冻剂3份。The outer surface of the prefabricated warehouse wall panel 3 is sprayed with protective paint, and the protective paint includes the following materials in parts by weight: 110 parts of petroleum asphalt, 10 parts of glass fiber, 9 parts of bentonite, 7.5 parts of emulsifier, 2 parts of dispersant 2 parts, stabilizer 2 parts, organic fluorine modified styrene-acrylic emulsion 30 parts, antifreeze 3 parts.

所述乳化剂采用氢化牛脂胺,所述分散剂采用硬脂酸单甘油酯,所述稳定剂采用硫酸盐,所述抗冻剂采用乙二醇。The emulsifier adopts hydrogenated tallow amine, the dispersant adopts monoglyceride stearate, the stabilizer adopts sulfate, and the antifreeze agent adopts ethylene glycol.

实施例六Embodiment six

如图1和图2所示:本实施例提供了一种外包钢板阶梯状预制装配式矩形地下粮仓。包括仓底5、多块预制仓壁板3、仓顶4、多功能柱1、加强柱2,所述的预制仓壁板3为矩形预制板块,周边有连接装置,通过连接装置预制仓壁板3能与相邻预制仓壁板3、多功能柱1或加强柱2进行连接;所述多功能柱1对仓壁3进行定位。多功能柱1从上至下分成数段,最上层的第一段内侧设有第一层预制仓壁板3,第二段内侧先设有加强柱2,使得加强柱2内侧面与第一层预制仓壁板3内侧面平齐,再在加强柱2内侧面设有第二层预制仓壁板3,使得第一、二层预制仓壁板3部分搭接;用上述的设置方式,使得第二、三层预制仓壁板3部分搭接,一直搭接至最下面一层预制仓壁板3,形成阶梯状装配式矩形地下粮仓。As shown in Figure 1 and Figure 2: this embodiment provides a stepped prefabricated rectangular underground granary covered with steel plates. It includes a warehouse bottom 5, a plurality of prefabricated warehouse wall panels 3, a warehouse roof 4, a multifunctional column 1, and a reinforced column 2. The prefabricated warehouse wall panels 3 are rectangular prefabricated plates with connecting devices around them, and the warehouse walls are prefabricated through the connecting devices The board 3 can be connected with the adjacent prefabricated warehouse wall board 3 , the multifunctional column 1 or the reinforced column 2 ; the multifunctional column 1 can position the warehouse wall 3 . The multifunctional column 1 is divided into several sections from top to bottom. The first layer of prefabricated warehouse wall panels 3 is provided on the inner side of the first section of the uppermost layer, and the reinforcement column 2 is firstly provided on the inside of the second section, so that the inner surface of the reinforcement column 2 is in line with the first section. The inner surface of the first layer of prefabricated warehouse wall panels 3 is even, and the second layer of prefabricated warehouse wall panels 3 is arranged on the inner surface of the reinforcement column 2, so that the first and second layers of prefabricated warehouse wall panels 3 are partially overlapped; with the above-mentioned setting method, The second and third layers of prefabricated silo wall panels 3 are partially overlapped until they reach the lowermost layer of prefabricated silo wall panels 3 to form a ladder-like assembled rectangular underground granary.

所述预制仓壁板5外表面喷涂护面涂料,所述护面涂料包括如下重量份的材料制成:石油沥青105份,玻璃纤维13份,膨润土10份,乳化剂9份,分散剂2.5份,稳定剂2.5份,有机氟改性苯丙乳液35份、抗冻剂3.5份。The outer surface of the prefabricated warehouse wall panel 5 is sprayed with protective paint, and the protective paint includes the following materials in parts by weight: 105 parts of petroleum asphalt, 13 parts of glass fiber, 10 parts of bentonite, 9 parts of emulsifier, and 2.5 parts of dispersant 2.5 parts of stabilizer, 35 parts of organic fluorine modified styrene-acrylic emulsion, 3.5 parts of antifreeze.

所述乳化剂采用氢化牛脂胺,所述分散剂采用硬脂酸单甘油酯,所述稳定剂采用硫酸盐,所述抗冻剂采用乙二醇。The emulsifier adopts hydrogenated tallow amine, the dispersant adopts monoglyceride stearate, the stabilizer adopts sulfate, and the antifreeze agent adopts ethylene glycol.

实施例四至六提供了预制仓壁板外表面专用护面涂料,对预制仓壁板起到保护、防腐的作用,对仓壁起到防渗、密封的作用,可以在预制仓壁板预制时喷涂或在现场组装仓壁时喷涂,从根本上解决了边角、缝隙、不规则结构的连接处渗漏等技术难题,增强了地下粮仓的防水性能。护面涂料中加入了玻璃纤维,大大增加了涂料的韧性以及抗拉强度,延缓了涂层开裂的时间,增加其使用寿命,且对于仓壁也具有一定的支撑作用。加入的防冻剂可以减小低温对护面涂料的损坏,保证了寒冷地区冬季地下粮仓的安全运行。Embodiments 4 to 6 provide special protective coatings for the outer surface of the prefabricated warehouse wall panels, which can protect and prevent corrosion of the prefabricated warehouse wall panels, and play the role of anti-seepage and sealing for the warehouse walls. Spraying or spraying when assembling the warehouse wall on site fundamentally solves technical problems such as corners, gaps, and joints of irregular structures such as leakage, and enhances the waterproof performance of the underground granary. Glass fiber is added to the protective coating, which greatly increases the toughness and tensile strength of the coating, delays the cracking time of the coating, increases its service life, and also has a certain supporting effect on the warehouse wall. The added antifreeze can reduce the damage of low temperature to the protective coating and ensure the safe operation of the underground granary in winter in cold regions.

最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,本领域普通技术人员对本发明的技术方案所做的其他修改或者等同替换,只要不脱离本发明技术方案的精神和范围,均应涵盖在本发明的权利要求范围当中。Finally, it is noted that the above embodiments are only used to illustrate the technical solution of the present invention without limitation, other modifications or equivalent replacements made by those skilled in the art to the technical solution of the present invention, as long as they do not depart from the spirit and spirit of the technical solution of the present invention All should be included in the scope of the claims of the present invention.

Claims (10)

1. a kind of prefabricated assembled underground granary, the flat shape of the underground granary is rectangle, including orlop (5), polylith are prefabricated Bulkhead plate (3), silo roof (4), multiple function (1), reinforcing prop (2), the prefabricated bulkhead plate (3) are rectangle prefabricated chunk, week While have attachment device, can be with contiguous prefabricated bulkhead plate (3), multiple function (1) or reinforcement by the prefabricated bulkhead plate (3) of attachment device Column (2) is attached;The multiple function (1) positions prefabricated bulkhead plate (3), its depth anchored into soil is more than orlop (5) depth, is subject to soil pressure, pressure and the main bearing member for resisting buoyancy;It is characterized in that:Multiple function (1) It is divided into several sections from top to bottom, the prefabricated bulkhead plate (3) of first layer is equipped with the inside of the first segment of the superiors, is first equipped with and adds on the inside of second segment Strong column (2) so that reinforcing prop (2) medial surface bulkhead plate (3) medial surface prefabricated with first layer is concordant, then on the inside of reinforcing prop (2) Face is equipped with the prefabricated bulkhead plate (3) of the second layer so that first and second layer of prefabricated bulkhead plate (3) part overlaps;With above-mentioned setting side Formula so that second and third layer of prefabricated bulkhead plate (3) part overlaps, and overlaps to bottom one layer of prefabricated bulkhead plate (3), is formed always Stepped assembled rectangular underground granary.
2. underground granary as claimed in claim 1, it is characterised in that:The multiple function (1) and reinforcing prop (2) uses steel Column or the concrete column equipped with steel embedded part, multiple function (1) by bolt or are welded to connect with reinforcing prop (2), multiple function (1) Or reinforcing prop (2) is equipped with and positions firm component.
3. underground granary as claimed in claim 1, it is characterised in that:The prefabricated bulkhead plate (3) is outside plate and inner side Concrete slab combine integral structure, outside plate is connected with inner side concrete using holdfast, the inner side of inner side concrete Equipped with bar-mat reinforcement, there is L-type cornerite in prefabricated bulkhead plate (3) top, have U on prefabricated bulkhead plate (3) left side, the right and bottom right side Type cornerite.
4. underground granary as claimed in claim 1, it is characterised in that:The circumferential outside of prefabricated bulkhead plate (3) is horizontal concordant, Its outside is welded to connect with multiple function (1) or reinforcing prop (2), is welded on the inside of contiguous prefabricated bulkhead plate (3) with junction steel plate (6) Connection;Poured in the cavity that multiple function (1) or reinforcing prop (2) are surrounded with contiguous prefabricated bulkhead plate (3) and junction steel plate (6) Build the water-proof concrete (12) with prefabricated bulkhead plate (3) ad eundem.
5. underground granary as claimed in claim 1, it is characterised in that:The upper and lower two layers vertical dislocation of prefabricated bulkhead plate (3) Overlap joint, the overlapping part of upper and lower two layers of prefabricated bulkhead plate (3) are welded with elongated angle welding (9).
6. underground granary as claimed in claim 1, it is characterised in that:Upper and lower two layers of dislocation of the prefabricated bulkhead plate (3) is taken Meet place and be equipped with oblique stiffening plate (8), reinforcing plate (8) is welded with prefabricated bulkhead plate (3) up and down.
7. underground granary as claimed in claim 1, it is characterised in that:Upper and lower two layers of dislocation of the prefabricated bulkhead plate (3) is taken The place of connecing is circumferentially spaced to be provided with ribbed stiffener (7).
8. underground granary as claimed in claim 7, it is characterised in that:The ribbed stiffener (7) is cut away by right angled triangle steel plate Right angle forms, the ribbed stiffener (7) and the adjacent equal vertical welding of prefabricated bulkhead plate (3) up and down;Ribbed stiffener (7) is polylith, vertically Prefabricated bulkhead plate (3) overlapping part circumferential direction is uniformly distributed.
9. underground granary as claimed in claim 1, it is characterised in that:The underground granary can realize solid granulates, powder The storage of material or liquid material.
A kind of 10. construction method for building the underground granary described in the claims 1-9 any one, it is characterised in that:Institute Construction method is stated to comprise the following steps:
(1) multiple function (1) is driven underground by certain depth in precalculated position according to design requirement;
(2) surrounded in multiple function (1) and first layer soil is excavated in region;
(3) after first layer soil is excavated, the installation prefabricated bulkhead plate (3) of first layer on the inside of multiple function (1);
(4) after installing the prefabricated bulkhead plate (3) of first layer, second layer soil is down excavated in continuation;
(5) first layer reinforcing prop (2) is installed on the inside of multiple function;
(6) the installation prefabricated bulkhead plate (3) of the second layer on the inside of first layer reinforcing prop (2);
(7) according to the construction method of above-mentioned (4)-(6) step, prefabricated bulkhead plate (3) is installed downwards successively, until orlop position;
(8) orlop (5) construction is carried out;
(9) silo roof (4) construction is finally carried out, that is, completes the overall structure of underground granary.
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FR2525665B1 (en) * 1982-04-27 1988-01-15 Harnois Georges UNDERGROUND CONSTRUCTION CONSTITUTING A PROTECTIVE ENCLOSURE AND METHOD FOR THE PRODUCTION OF SUCH A CONSTRUCTION
JPH0718669A (en) * 1993-06-17 1995-01-20 Kajima Corp Earth retaining wall with continuous underground wall
CN2443095Y (en) * 2000-08-24 2001-08-15 刘廷瑜 Prefabricated section assembled barn
CN201605860U (en) * 2009-07-15 2010-10-13 广东省电力设计研究院 Novel coal retaining wall structure for circular coal storage structure
CN202072170U (en) * 2011-01-23 2011-12-14 湖南省无机色釉料工程技术研究中心有限公司 Assembly type enamel steel plate grain bin
CN105178357B (en) * 2015-07-16 2017-01-11 中国建筑股份有限公司 Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition
CN206035043U (en) * 2016-06-29 2017-03-22 河南工业大学 Prefabricated assembled rectangle underground granary of outer steel plated echelonment

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